INELASTIC BUCKLING OF SIMPLY SUPPORTED STEEL I-BEAMS

Experimental investigations of inelastic flexural-torsional buckling of rolled steel I-beams were carried out. The full-scale simply supported beams were without intermediate restraints and carried central concentrated loads. Experimental results compared well with theoretical predictions.

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: p. 1333-47
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00126469
  • Record Type: Publication
  • Report/Paper Numbers: ASCE # 11419 Proceeding
  • Files: TRIS
  • Created Date: Dec 16 1975 12:00AM